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does anyone know how to find the yeilding curvature for RC beam without having the yielding moment using strain compatibility and force equilibrium and I don't know the strain in concrete at that level

Thank you JAE But in my case it doesn't have the top steel reinforcement so it couldn't be solved as a normal column it's a beam column element

Hi I'm trying to design a reinforced Beam Under Combined Axial and Transverse Loads - Beam Columns does anyone have a reference or example to design it and what are the design limits for that I searched a lot and I only found steel beams and I need an RC beam thank you